Experimental evaluation of procedural parameters affecting minimum density determination of low-fines poorly graded sands

Soil behaviour is influenced by particle packing, with minimum density defining the loosest reference state of sands. However, its determination is procedure-dependent, resulting in variability among existing methods. This study investigates the effects of deposition technique, funnel spout diameter, and mould dimensions on the minimum density of three low-fines poorly graded sands and proposes an alternative configuration. Thirty-three configurations based on IS 2720 (Part 14), ASTM D4254 Method C, JIS A 1224, Lade’s, and the proposed method were examined. Deposition technique had the greatest influence: zero free fall height (ZFFH) produced minimum densities 0.07 to 0.16 g/cc lower than spiral motion under otherwise identical conditions. It also achieved coefficients of variation below 1%, whereas inversion-based methods reached 3.14%. Spout diameter had a minor effect, with mean differences of 0.00 to 0.03 g/cc. The alternative mould improved repeatability under ZFFH and provided a small-scale configuration for the investigated sands.

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Publication Details

Journal
International Journal of Geotechnical Engineering
Published
2026-07-30
DOI
https://doi.org/10.1080/19386362.2026.2711005
Primary Topic
Geotechnical Engineering and Soil Mechanics
Type
article
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article

Experimental evaluation of procedural parameters affecting minimum density determination of low-fines poorly graded sands

Panjamani Anbazhagan, B Sai Laxman
International Journal of Geotechnical Engineering
Geotechnical Engineering and Soil Mechanics
article

Experimental evaluation of procedural parameters affecting minimum density determination of low-fines poorly graded sands

Panjamani Anbazhagan, B Sai Laxman
article en

Abstract

Soil behaviour is influenced by particle packing, with minimum density defining the loosest reference state of sands. However, its determination is procedure-dependent, resulting in variability among existing methods. This study investigates the effects of deposition technique, funnel spout diameter, and mould dimensions on the minimum density of three low-fines poorly graded sands and proposes an alternative configuration. Thirty-three configurations based on IS 2720 (Part 14), ASTM D4254 Method C, JIS A 1224, Lade’s, and the proposed method were examined. Deposition technique had the greatest influence: zero free fall height (ZFFH) produced minimum densities 0.07 to 0.16 g/cc lower than spiral motion under otherwise identical conditions. It also achieved coefficients of variation below 1%, whereas inversion-based methods reached 3.14%. Spout diameter had a minor effect, with mean differences of 0.00 to 0.03 g/cc. The alternative mould improved repeatability under ZFFH and provided a small-scale configuration for the investigated sands.

International Journal of Geotechnical Engineering
Indian Institute of Science Bangalore (IN)
Life in Land
Openalex Percentile: Top 14%
Geotechnical Engineering and Soil Mechanics
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